Modular steel concrete reinforcement system

ABSTRACT

A method of welding reinforcement steel bars (rebar) and assembly of fusion-welded rebar into panel assemblies that are self-stabilizing to withstand the rigors of transport to and positioning within construction sites. The rebar welding method generates fusion welds in such a manner that the weld imparts stability and strength to the welded rebar assemblies. The rebar welds permit the assembling of larger and more varied rebar panel configurations without the need for tie wire or other coupling devices. Further, the welded panels allow positioning of large rebar configurations, insuring that the spacing of the individual bars exceeds all required tolerances. The self-stabilizing fusion rebar welding process allows a more efficient, flexible and rapid method of rebar panel construction by using assembly systems on mobilized trailers or at stationary locations.

PRIORITY CLAIM

This application is a Continuation of U.S. Application Ser. No.10/624,977 filed Jul. 21, 2003, which application is a Continuation ofU.S. Application Ser. No. 08/823,037, filed on Mar. 29, 2001, whichclaims priority to U.S. provisional application Ser. No. 60/193,408,entitled Modular Steel Concrete Reinforcement System, filed Mar. 29,2000. Each and all of the foregoing applications are incorporated byreference as if fully set forth herein.

FIELD OF THE INVENTION

This invention relates generally to concrete reinforcing steelconstruction and, more specifically, to the efficient prefabrication andnon-structural welding of rebar panels for use in concrete structures.This invention further relates to the fabrication of welded rebar panelson site as well as off site, thereby reducing the cost associated withtime, material and labor.

BACKGROUND OF THE INVENTION

Currently, rebar panels are constructed by wire tying, mechanicalcouplers, and occasionally by a combination of welding and wire tying.All of these processes are costly because they are labor intensive andtime consuming. Further, inherent weaknesses within each method limitsthe size and shape of panel that can be produced, thereby increasing thesteps and thus costs in the overall construction process. As a result,conventional reinforcement steel bars (rebar) assembly methods requiremore steps with increased costs, resulting in the construction ofstructurally compromised rebar panels.

Tie wire constructed rebar panels often structurally fail for severalreasons. Firstly, the connection resulting from the tying process issubject to human inconsistencies. For example, the tie wire connectionis only as strong as the individual person making the tie. Thus,structural inconsistencies often exist in panels where more than oneperson is constructing a panel, or a single person becomes fatiguedwhile doing so.

Even if tied correctly, tied rebar connections severely limit panel sizedue to wire strength and overall rebar intersection rigidity. Typically,the panels are assembled and tied with the assembly laid out on theground near the job site. Upon completion of the tying process, a craneor other machine is used to place the panel in the concrete form. Wiretied panels are often incapable of supporting the panel's weight duringtheir placement, often yielding a displacement of the tied rebar membersknown as “raking.” As the spacing of the rebar must be made within thetolerances specified by the engineer, the displaced rebar must be retiedin its specified location increasing labor costs.

Not too different from the tied rebar panels are panels constructed withmechanical rebar couplers. Here, a great variety of mechanical couplersare applied to intersections of the rebar panel in place of wire ties.The couplers are more time consuming to use than the wire tie methoddiscussed above. Generally, however, a more consistent rebar connectionis attained when using the mechanical coupler over the tie wire panelconstruction technique. Thus, when the mechanical coupling is doneproperly a more consistent panel construction is achieved. However,panels constructed with mechanical couplers are very costly with regardsto the multiple steps required to assemble them and the price of thecouplers themselves.

Finally, attempts have been made to produce a welded rebar panel.Historically, these attempts have yielded a sub-standard product. Allprior welding techniques have not achieved metallurgical propertiesmeeting the requirements for reinforced concrete. Rebar in concrete isdesigned to support tensile loads; therefore, welds must not compromisethe ability of the steel to support such loading. Consequently, a rebarpanel constructed with welds not having appropriate metallurgicalproperties is not desirable and may increase the likelihood of astructural failure.

The present invention is directed to a system and method for theconstruction of weld-stabilized rebar panels that overcomes theabove-mentioned problems.

SUMMARY OF THE INVENTION

The present invention comprises a system for the construction ofweld-stabilized rebar panels using a plurality of spot fusion welds madeby a unique gas metal arc welding (GMAW) process. The system and methodincludes rapidly welding rebar sections using GMAW to obtain a fusionweld joint. The system includes a rebar shear used to cut the rebar topredetermined lengths, a rebar bender used to impart required curvatureto the rebar, a welding jig used to align the rebar in the desired rebarpanel configuration, a rebar welder, preferably a gas metal arc welder,a power source, and one or more rolling tables facilitating the movementof the rebar from the rebar shear to the rebar bender and ultimately tothe welding jig. In operation, the rebar starts at the rebar shear,where the rebar is cut, as necessary, to predetermined lengths. Therebar then travels along the rolling tables to rebar bender, where anyrequired curvature is imparted to the rebar. The rebar is then forwardedalong rolling table to the welding jig where is comes to a stop alignedwithin the jig. to facilitate intersection with other rebar in the panelassembly. Once the rebar is properly aligned in the welding jig, therebar welder, powered by the power source, is used to fusion weld therebar intersections.

Specific settings are used on the welder and the power source in orderto achieve a flare bevel groove weld that meets the grade A706requirements. The use of shielding gas in the method contains not onlyheat, but also helps create the fusion between the rebar and consumableelectrode of the welder without causing any carbon breakdown in theheat-affected zone of the rebar, thus maintaining the rebar ductilityand the specific advantages of the present invention.

BRIEF DESCRIPTION OF THE DRAWINGS

The preferred and alternative embodiments of the present invention aredescribed in detail below with reference to the following drawings.

FIG. 1 is a depiction of a welded rebar panel manufacturing center madein accordance with the present invention;

FIG. 2 is a top view of a welding jig made in accordance with thepresent invention;

FIG. 3 is a side view of a welding jig of the present invention;

FIG. 4 is a depiction of a portable welded rebar panel manufacturingcenter made in accordance with the present invention;

FIG. 5 is a top view of a stationary welded rebar panel manufacturingcenter made in accordance with the present invention;

FIG. 6 is a side view of the building component of a stationary weldedrebar panel manufacturing center of the present invention;

FIG. 7 depicts an alternative embodiment of a welded rebar panelmanufacturing center of the present invention; and

FIG. 8 is a lifting device made in accordance with the presentinvention..

DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENT

The present invention provides a system and method for construction ofweld-stabilized rebar panels. By way of overview and with reference toFIG. 1, the preferred embodiment of the present invention includes awelded rebar manufacturing center 10 including a rebar shear 12 used tocut the rebar to predetermined lengths; a rebar bender 14 used to impartrequired curvature to the rebar; a welding jig 16 used to align therebar in the desired rebar panel configuration; a rebar welder 18,preferably a gas metal arc welder (GMAW); a power source 20, such as an100-185 KW electrical generator (for example, a Lincoln Power Source400); and one or more rolling tables 22 facilitating the movement of therebar from the rebar shear to the rebar bender and ultimately to thewelding jig. In operation, the rebar starts at rebar shear 12, where therebar is cut, as necessary, to predetermined lengths. The rebar thentravels along rolling table 22 a to rebar bender 14, where any requiredcurvature is imparted to the rebar. The rebar is then forwarded alongrolling table 22 b to welding jig 16, where is comes to a stop alignedwithin the jig to facilitate intersection with other rebar in the panelassembly. Once the rebar is properly aligned in the welding jig, rebarwelder 18, powered by power source 20, is used to fusion weld the rebarintersections, and described with more particularity below.

Welding jig 16 is described in more detail with reference to FIGS. 2 and3. Welding jig 16 includes a frame 30, a base reference spacer 32, anadjustable stop bar 34, and adjustable stopping pins 36 for placing therebar in the desired spatial relationship to the intersecting rebar. Inthe preferred operation of this embodiment, a layer of rebar is placedin jig 16 and is held in proper spatial relation to the intersectingrebar via base reference spacer 32 and spacer bar 34. Subsequently, asthe adjacent layer of rebar is applied, adjustable stop pins 36 dictatethe proper spacing of the rebar.

Critical to the ability of the rebar to function as a tensionalload-bearing member is the maintenance of the rebar metallurgicalproperties. A specific welding process to achieve a flare bevel grooveweld of grade A706 must be carried out to ensure that the metallurgicalproperties of the rebar is not compromised during the fusion weld. Afterextensive experimentation, its was determined that this welding processis accomplished as follows.

In the preferred embodiment, specific settings are used on welder 18 andpower source 20 in order to achieve a flare bevel groove weld that meetsthe grade A706 requirements. With respect to welder 18, initially theshielding gas supply hose of the welder (not shown) must be disconnectedand a flow filter with manual adjustment attached. This results indiffusing the typical narrow flow pattern to a more open spray pattern.The gas flow rate is set to approximately 35 cubic feet per hour. Thespot time on the welder is set to approximately 0.02 seconds, and thevoltage to approximately 26 volts. A 0.046 inch diameter or equivalentI. E. Murimatic D2-ER80s-D2 electrode wire is fed into the welding areaat a feed rate of 350 inches per minute. Additional adjustments arelikewise made with respect to power supply 20, preferably an electricalpower generator. Specifically, the cover of the electrical generator isremoved, after which the main feed cable is removed from the internalbreaker. Next, a voltage booster is inserted where the main feed cablewas previously attached. Following the insertion of a voltage booster,the main feed cable is attached to the voltage booster in a mannerunderstood by those skilled in the relevant art, or as specificallyindicated on the junction plate of a Lincoln Power Source 400. In thepreferred embodiment, and as applied using an electrical generator, theselected arrangement is Red = Black, 0 = Green, B = White. In thismanner, the required voltage (optimally 25-volts) is achieved at an evenratio in order to create the desired weld without affecting themetallurgical properties of the rebar.

In operation of the GMAW rebar welder upon rebar sections in the weldingjig, the weld area is flooded with an Argon-Carbon Dioxide shielding gas(approximately 90% Argon, 10% CO₂). The Argon/CO₂ shielding gas pours atapproximately 35 cubic feet per hour (CFH). Filler weld material gradeLA90 or Murematic D2 —single shield or dual shield consumable electrode— is placed near the rebar intersection areas. In a preferredembodiment, an arc is struck for two or three seconds, resulting in amolecular fusion weld approximately ¼ to ⅝ inches long. It will beappreciated that longer or shorter welds may also be made. By AmericanWelding Society standard, a flare bevel groove weld is produced. Thiswelding process is repeated at all or a desired subset of rebarintersections of a panel.

The shielding gas contains not only heat, but also helps create thefusion between the rebar and consumable electrode without causing anycarbon breakdown in the heat-affected zone of the rebar, thusmaintaining the rebar ductility. Based on experimentation, usingArgon/CO₂ shielding gas with the 90/10% ratio and at approximately 35CFH flow rate obtains the strongest fusion rebar weld. A rebar panelcontaining a plurality of such fusion welds is inherently strong andself-stabilizing. Thus, the fusion welded rebar panels do not requireany additional stabilizing structure to maintain panel integrity. Anindependent testing facility was employed to examine the strength valueof the weld and to examine the overall effect of the weld on thestructural integrity of the rebar. The conclusions reached byresearchers at the independent testing facility are presented inAppendix A and incorporated by reference herein.

The present invention anticipates a variety of alternative embodimentsof the welded rebar manufacturing center without deviating from thescope of the present invention.

FIG. 4 discloses a portable welded rebar panel manufacturing center 40made in accordance with the present invention. The portable welded rebarpanel manufacturing center is mounted on a movable vehicle, such as atrailer, but otherwise includes the same components as described above,namely, rebar shear 12; rebar bender 14; welding jig 16; rebar welder18; power source 20; and one or more rolling tables 22. The portablemanufacturing center is designed to be transported to a construction jobsite for manufacture of rebar panels of various sizes. This portableversion of the invention is especially useful for producing large weldedrebar panels that are difficult to transport intact from remotemanufacturing facilities using existing technology. In addition, theportable manufacturing center is useful when especially complex panelsare required in the construction process.

An alternative embodiment is shown with reference to FIGS. 5-7, whichdisclose a stationary welded rebar panel manufacturing center 50. FIG. 5discloses a building 52. At an end of the building is a pile of stockrebar 54 — no precut rebar is necessary. Within the building is a weldedrebar manufacturing center similar to system described above. Followingthe same processes disclosed above, welded rebar panels are produced.The welded panels are then placed on a transport vehicle 56 and hauledto the construction site. FIG. 6 discloses a frontal view of thestationary center in which a plurality of welded rebar manufacturingcenters 60 are employed. In this manner, the production capabilities ofthe stationary center is greatly improved. Further, a loading space 58is maintained between the assembly systems 50 to allow efficienttransport of the completed welded panels. The stationary center isgenerally more useful when employed with smaller welded panels moreeasily capable of being transported to the construction site from aremote location. FIG. 7 discloses the welded rebar panel manufacturingcenter having similar components but a slightly different layout inwhich additional rolling tables are added and the welder is locatedbetween the welding jig and the rolling tables.

FIG. 8 is a lifting device 70. The lifting device is used to movecompleted welded rebar panels from the welded rebar panel assemblycontrol, whether the portable or stationary, to transport vehicle 56, toa the concrete form (not shown), or to a storage pile (not shown). Inthe preferred embodiment, a cable is attached to a picking eye 72 of thelifting device. The picking eye is also connected to a spreader bar 74,which in turn attaches to evenly spaced cable connectors 76. The cableconnectors are attached to the welded rebar panel to facilitate movementof the panels to the desired location.

While the preferred embodiment of the invention has been illustrated anddescribed, as noted above, many changes can be made without departingfrom the spirit and scope of the invention. Accordingly, the scope ofthe invention is not limited by the disclosure of the preferredembodiment. Instead, the invention should be determined entirely byreference to the claims that follow.

1. A method of rapidly welding rebar sections using gas metal arcwelding (GMAW) to obtain a fusion weld joint, comprising: shearing therebar sections into lengths appropriate for a construction application;bending the sheared rebar into shapes appropriate for the constructionapplication; placing the rebar sections into a welding jig; positioningthe rebar sections to physically touch and intersect at a desiredlocation; adjusting an electrical power source; positioning a weldingrod at a rebar intersection point; positioning a filler material at theweld location; delivering a shielding gas to the weld location; applyingelectrical power to a welding electrode wire using an electrical powerdelivery system; and arcing said electrode wire at the intersectionpoint to form a fusion weld joint.
 2. The method of claim 1, wherein therebar is grade A706 steel.
 3. The method of claim 1, wherein the fillermaterial is grade ER80S-D2.
 4. The method of claim 3, wherein the fillermaterial comprises: grade LA90; and, grade Murematic D2.
 5. The methodof claim 1, wherein the shielding gas comprises: about 90% argon; and,about 10% carbon dioxide.
 6. The method of claim 1, wherein the flowrate of the shielding gas is about 35 cubic feet per hour.
 7. The methodof claim 1, wherein the power delivered by the welder comprises about100 to 185 kilowatts.
 8. The method of claim 1, wherein the electrodewire comprises: a solid electrode wire of about 0.045 inches diametersingle shield; and a flux core electrode wire of about 0.045 inchesdiameter single shield.
 9. The method of claim 8, wherein the electrodewire feed rate is about 350 inches per minute.
 10. The method of claim1, wherein the electrical power is applied to the wire at about 0.02seconds spot time.
 11. The method of claim 1, wherein the combined weldtime is about 2-3 seconds.
 12. The method of claim 1, wherein thedimension of the fusion weld is about ¼- ⅝ inches.
 13. The method ofclaim 1, wherein the fusion weld joint comprises: a butt joint; anoverlap joint; and a cross joint.
 14. An system for producing GMAWfusion welded rebar panels using rebar, comprising: a rebar shear usedto cut the rebar into lengths appropriate for a constructionapplication; a rebar bender used to impart curvature to the rebarappropriate for a construction application; a welding jig used to alignthe rebar in the desired rebar panel configuration; at least one rollingtable facilitating the movement of the rebar; a gas metal arc weldingunit; and an electrical power generator delivery system capable ofdelivering electrical power to the gas metal arc welding unit.
 15. Thesystem of claim 14, wherein the assembly system is stationary.
 16. Thesystem of claim 14, wherein the assembly system is portable.